• Nuclear Engineering and Technology
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• v.52 no.2
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• pp.323-327
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• 2020

In this study, the neutronic calculation to obtain tritium breeding ratio (TBR) in a deuterium-tritium (D-T) fusion power reactor using Monte Carlo MCNPX is done. In addition, by using COMSOL software, an efficient cooling system is designed. In the proposed design, it is adequate to enrich up to 40% ⁶Li. Total tritium breeding ratio of 1.12 is achieved. The temperature of helium as coolant gas never exceed 687℃. As regards the tolerable temperature of beryllium (650℃), the design of blanket module is done in the way that beryllium temperature never exceed 600℃. The main feature of this design indicates the temperature of helium coolant is higher than other proposed models for blanket module, therefore power of electricity generation will increase.

• Pediatric Gastroenterology, Hepatology & Nutrition
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• v.15 no.1
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• pp.52-56
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• 2012

Congenital esophageal stenosis (CES) can be classified into three types based on the etiology of stenosis: tracheobronchial remnants (TBRs), fibromuscular hypertrophy (FMH), and membranous diaphragm (MD). It is important to make a differential diagnosis because the therapeutic plan for CES is determined by its etiology. Most cases of FMH and MD can be managed with balloon dilatation, whereas cases of TBRs require resection and anastomosis. Thus, the preoperative distinction of TBRs is critical. Recently miniprobe endoscopic ultrasonography (EUS) with a maximum diameter of 2.5 mm has been useful for distinguishing TBRs from FMH in pediatric patients with CES. EUS shows hyperechoic lesions indicating TBR cartilage. Miniprobe EUS is recommended for choosing the correct therapeutic method for CES. We report a case of CES due to TBRs in which a preoperative diagnosis was made in a child using miniprobe EUS without any difficulties.

• Proceedings of the Korean Society for Technology of Plasticity Conference
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• 2007.10a
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• pp.124-127
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• 2007

In this study, we focused on investigation of governing parameters affected on the fatigue properties in the hyper-eutectoid steel wires used for TBR tires. Steel wires are fabricated under different drawing strain from 3.36 to 3.80. Their diameters are 0.21 mm and 0.185mm, respectively. The fatigue properties was measured by hunter rotating beam tester, specially designed thin-sized steel wires. The results showed that the fatigue properites of steel wire, marked as A-1, were greater than the others, due to the low value of residual stress. In order to elucidate the variations of fatigue properties, the microstructure, surface defect and residual stress were observed and measured by useful analysis technique, such as TEM, 3D profiler and FIB.

• KSBB Journal
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• v.15 no.5
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• pp.474-481
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• 2000

The effects of growth substrates such as toluene and phenol on cometabolic biodegradation of trichloroethylene (TCE) by Burkholderia cepacia G4 were investigated. The dual effects of primary substrate on TCE biodegradation, stimulatory effects of toluene and phenol at low concentrations (0.5∼2 ppm & 0.1∼0.5 ppm, respectively) and a competitive inhibition at high concentration, were observed in batch experiments. These stimulatory effects of toluene and phenol were found to be due to the increments in the amount of reducing power like NADH which could be generated during the assimilation of toluene and phenol as the carbon and energy source. The efficiency of TCE biodegradation in trickling biofilm reactor (TBR) could be also enhanced up to the TCE removal efficiency of 58.1% by the supply of appropriate amounts of phenol (0.94∼4.7 ppm).

• Proceedings of the Korea Multimedia Society Conference
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• 2004.05a
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• pp.604-607
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• 2004

한국의 수자원은 연간 강수량이 세계 평균보다 1.3배나 많음에도 불구하고 높은 인구밀도와 지형적 조건, 관수시설 및 물에 대한 인식 부족으로 물 부족 현상이 현실로 다가오고 있다. 또한 많은양의 정수된 물이 송수과정에서 땅속에서 새어나가고 있다. 그러나 현재의 누수탐지 방법으로는 정확한 누수의 위치를 찾기 어렵고, 많은 비용을 투입하고 있지만 현실적인 제약사항이 많아 그 효과는 기대치에 이르지 못하고 있다. 본 논문은 TBR(Time Domain Reflectometer)을 이용한 누수탐지 기법으로 탐색한 누수위치 및 파이프 정보를 실시간으로 모니터링하여 빠른 복구를 가능하게 하고, 누수 비용을 줄일 수 있는 누수탐지 지리정보시스뎀(Geographic Information System)을 구축하였고, 누수탐지와 지리정보시스템의 모니터링 효율성을 높이기 위한 공간데이터베이스의 설계에 대하여 기술하였다. 또한 독립적인 형식으로 공간데이터베이스를 구축하여 서비스를 제공하는 기존 GIS들 사이에 다양한 종류의 지리정보를 효율적으로 활용하기 위해 OGC에서 제안한 GML(Geography Markup Language) 문서로의 변환에 관한 가능성을 검증하였다.

• Nuclear Engineering and Technology
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• v.50 no.8
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• pp.1339-1348
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• 2018

The aim of this paper is to determine neutronic performances of the light water reactor (LWR) spent fuel mixed with fertile thorium fuel in a FFHR. Time dependent three dimensional calculations for major technical data, such as blanket energy multiplication, tritium breeding ratio, cumulative fissile fuel enrichment and burnup have been performed by using Monte Carlo Neutron-Particle Transport code MCNP5 1.4, coupled with a novel interface code MCNPAS, which is developed by our research group. A self-sustaining tritium breeding ratio (TBR>1.05) has been kept throughout the calculations. The study has shown that the fissile fuel quality will be improved in the course of the transmutation of the LWR spent in the FFHR. The latter has gained the reusable fuel enrichment level conventional LWRs between one and two years. Furthermore, LWR spent fuel - thorium mixture provides higher burn-up values than in light water reactors.

• Journal of Wetlands Research
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• v.6 no.3
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• pp.95-105
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• 2004

우리나라의 비무장지대는 북위 38도를 중심으로 동서로 띠 모양을 이루고 있으며 총 면적이 $907.3km^2$에 이른다. 비무장지대외곽에는 민통선이 비무장지대의 남쪽 5-20km 아래에 위치하고 있으며 이곳에는 15개의 시, 군, 98개 읍, 면이 있다. 또한 동해에서 서해로 이르는 내륙의 접경지역은 약 248km에 이르며 이곳에는 2,800여종의 동식물과 146종의 희귀 동식물이 다양하게 분포하는 우수한 생태계를 이루고 있다. 하지만 이 지역은 남북교류 및 협력의 강화로 인해 향후 남북교류와 통일을 위한 전략지역으로 활용되기 위한 방안이 논의되고 있다. 그 결과 남북접경지원법(2000)이 제정되었고 각종 개발사업의 시행이 이 지역의 우수한 생태계를 훼손하려하고 있다. 철원의 비무장지대를 비롯한 습지지역은 세계적인 희귀 철새이며 우리나라의 멸종위기종인 두루미의 서식지공간으로 활용되고 있다. 철원지방의 두루미서식지 보전을 위해 벼농사 추수 후 농경지를 그대로 유지하는 것이 중요하다. 우리나라 비무장지대의 보전을 위해 유네스코의 접경지원보전방안의 도입이 필요하다. 보전계획을 수립한 후, 보전지역 확보를 위한 자금이 조성되어야 하며, 지역주민의 참여를 유도하는 생태관광의 도입이 필요하고, DMZ를 교육 및 연구의 중심지역으로 발전시키는 방안이 강구되어야 한다. 국제사회의 주목을 받고 있는 자연생태계우수지역의 유지, 발전을 위해 정부, 학계는 같이 노력하여야 한다.

• Journal of Environmental Health Sciences
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• v.30 no.2
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• pp.154-160
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• 2004

The purpose of this study was to evaluate airborne concentrations and characteristics of TSP, IPM, TPM and RPM in Seoul subway stations. Sampling was performed at 14 stations from April 11 to 29, 2002. Size-selective dust concentrations and metal concentrations were measured by gravimetric method and ICP-AES, respectively. The geometric mean of TSP, IPM, TPM and RPM concentrations in Seoul subway stations were 176$\mu\textrm{g}$/㎥, 348$\mu\textrm{g}$/㎥, 158$\mu\textrm{g}$/㎥ and 104$\mu\textrm{g}$/㎥, respectively. Dust concentrations in pathway were the highest and those in lobby were the lowest. The size distribution of dusts was significantly different by location of collection. When the deposition rate into pulmonary gas exchange region was estimated by size distribution, the deposition rate of dust collected from platform was higher than those of dust collected from lobby and pathway. The lower the basement levels were, the higher the deposition rates of dusts into tracheobronchial region and gas exchange region were. Copper and iron concentrations measured in platform higher were than those in other areas.

• Advances in Computational Design
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• v.3 no.2
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• pp.201-212
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• 2018

Decrease in availability of suitable subbase and base course materials for highway construction leads to a search for economic method of converting locally available troublesome soil to suitable one for highway construction. Present study insights on evaluation of benefits of stabilization of subgrade soils in term of extension in service life (TBR) and layer thickness reduction (LTR). Laboratory investigation consisting of Atterberg limit, Compaction, California Bearing Ratio, unconfined compressive strength and triaxial shear strength tests were carried out on two types of soil for varying percentages of stabilizers. Vertical compressive strains at the top of unstabilized and stabilized subgrade soils were found out by elastoplastic finite element analysis using commercial software ANSYS. The values of vertical compressive strains at the top of unstabilized and stabilized subgrade, were further used to estimate layer thickness reduction or extension in service life of the pavement due to stabilization. Finite element modeling of the flexible pavement layered structure provides modern technology and sophisticated characterization of materials that can be accommodated in the analysis and enhances the reliability for the prediction of pavement response for improved design methodology. If the pavement section is kept same for unstabilized and stabilized subgrade soils, pavement resting on lime, fly ash and fiber stabilized subgrade soil B will have service life 2.84, 1.84 and 1.67 times than that of unstabilized pavement respectively. The flexible pavement resting on stabilized subgrade is beneficial in reducing the construction material. Actual savings would depend on the option exercised by the designer for reducing the thickness of an individual layer.

• Geomechanics and Engineering
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• v.12 no.2
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• pp.257-267
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• 2017

This paper presents laboratory investigation of stabilization of subgrade soil. One type of soil and three types of stabilizers i.e., hydrated lime, class F fly ash and polypropylene fibres are selected in the study. Atterberg limit, compaction, california bearing ratio (CBR), unconfined compressive strength and triaxial shear strength tests are conducted on unstabilized and stabilized soil for varying percentage of stabilizers to analyze the effect of stabilizers on the properties of soil. Vertical compressive strains at the top of unstabilized and stabilized subgrade soil were found out by elasto-plastic finite element analysis using commercial software ANSYS. Strategy for design of optimum pavement section was based on extension in service life (TBR) and reduction in layer thickness (LTR). Extension in service life of stabilized subgrade soil is 6.49, 4.37 and 3.26 times more due to lime, fly ash and fibre stabilization respectively. For a given service life of the pavement, there is considerable reduction in layer thicknesses due to stabilization. It helps in reduction in construction cost of pavement and saving in natural resources as well.